PRECAST column width around 2m height around 7m.
- is using rebars as lifting system is an option?
- available column vertical reinforcement: any contribution from them for resisting cone failure?
- proposed arrangement appreciated
- - what is recommended edge distance
1. Due to some incident on site some angles and beams were twisted around 20degrees.
Can these members retained on site retained to their original shape without effecting assumed elastic properties, procedure?advise?
REINFORCED FIBER PLASTIC in telecomm. industry.
one supplier proposing the material on 15m rooftop tower.
is it doable?
experienced Engineers in this field need their help
Reinforced handhole in a pole
1 40cm dia pole,thickness 8mm hole 15*15
Case 2 1m dia pole thick 10mm hole 20*20
What tyoe of welding recommended between pole and reinforcement. Note reinforcement rim depth around 8cm
A monopole with foundation above groun. foundation tilted on one edge.
A geotecnical consultant recommended dismantling tower ,doing necessary soil reinforcement then erecting the tower again.
Is there another method to reinforce soil and removing the signifucant foundation tilt
Without tower...
An existing telecom tower footing.
Due to heavy water flow aroun half of the footing is exposed due to collapse of backfilling above the pad.
If backfilling to he restored any suggestion anout the procedure given the sxisting unaffected soil
Any proposal to protect the soil from heavy water...
Angle is in compression or tension
Splicing plate/cleat was checked for bearing,etc as per AISC BOLTS M16
But in factory the plate was chamfered as shown.
What will be the effects on plate/bolts capacities
Can AISC EQUATIONS STILL be...
TIA STANDARD VERSION G
section 12.7 mentioning hand rail fie tower platform
How does version H handles the issue of handrail or guard rail
reference section?
